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| # | Company | Amount | Rank | Status |
|---|---|---|---|---|
| 1 | L1₹28.4 LAccepted-AOC MB NO 180 MG ROAD JUNGLIGHAT PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L1 | Accepted-AOC Lowest Bid Accepted | |
| 2 | L2₹29.9 L+₹1.1 L (3.92%)Rejected-Finance MES WORKS SITE CARNICOBAR ANDAMAN NICOBAR ISLAND PIN 744301 | CARNICOBAR | NICOBAR | ANDAMAN AND NICOBAR ISLANDS | 744301 | L2 | Rejected-Finance Not Being Lowest bidder | |
| 3 | L3₹30.0 L+₹1.2 L (4.33%)Rejected-Finance C O AMBU HOTEL NEAR GOVT POLYTECHNIC DOLLY GUNJ PORT BLAIR 744 103 | PORT BLAIR | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L3 | Rejected-Finance Not Being Lowest bidder | |
| 4 | L4₹30.6 L+₹1.9 L (6.64%)Rejected-Finance MADHUPUR DIGLIPUR NORTH ANDAMAN 744202 | DIGLIPUR | NORTH ANDAMAN | ANDAMAN AND NICOBAR ISLANDS | 744202 | L4 | Rejected-Finance Not Being Lowest bidder | |
| 5 | L5₹32.4 L+₹3.7 L (12.7%)Rejected-Finance 1ST FLOOR PRABHA SHOPPING COMPLEX OLD PAHARGAON DOLLYGUNJ PORT BLAIR SOUTH ANDAMAN ANDAMAN NICOBAR 744103 UDYAM AN 01 0000143 | SOUTH ANDAMANS | ANDAMAN AND NICOBAR ISLANDS | 744103 | L5 | Rejected-Finance Not Being Lowest bidder |
Tender Value
₹44 L
EMD Value
₹88,000
Closing Date
15 Dec 2023, 6:00 pmClosed
Shri Pankaj Vyas, IDSE, Commander Works Engineer
Commander Works Engineers No. 2, Brichgunj, Port Blair - 744 103
Provision of PCC Road to Station Firing Range at INS Kohassa, Diglipur
2023_MES_628767_1
80308 / E8
Open Tender
Civil Works - Roads
Item Rate
180 days
Port Blair
Class D
Category a v
9 documents required · 9 mandatory
₹500
Garrison Engineer South, Diglipur
₹88,000
Yes
9 Jul 2024
18 Nov 2023
22 Dec 2023
18 Nov 2023
15 Dec 2023
1 Dec 2023
18 Nov 2023 - 24 Nov 2023
Amount
Surface dressing not exceeding 15 cm deep and getting out in Soft / Loose soil complete all as specified and as directed.
Removal of excavated material [Soil] to a distance not exceeding 50 m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Rough excavation not exceeding 1.5m deep and getting out in any type of soil complete all as specified and as directed.
Removal of excavated material [Soil] to a distance exceeding 500 m but not exceeding 1000m and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Removal of excavated material [Soil] to a distance exceeding 1.0 Km but not exceeding 1.5 Km and depositing where directed at a level not exceeding 1.5m above the starting point complete all as specified and as directed.
Spreading, levelling and well ramming including watering as required with excavated soils in layers not exceeding 25cm thick complete all as specified and as directed.
Excavation over areas not exceeding 1.50 m in depth and getting out in any type of soil complete all as specified and as directed.
M & L for Rolling and consolidating formation surfaces in cutting using Power Roller of 8 to 12 ton capacity including filling in the depressions with approved earth obtained from excavation complete all as specified and as directed.
M & L for 200mm thick [Spread Thickness] Soling [or Sub Base] with broken boulders or quarried stone, interstices filled, surface formed and rolled and consolidated to required gradient and camber complete all as specified and as directed.
M & L for 150 mm thick [compacted thickness] Water Bound Macadam in two layers of 75mm each with coarse aggregate of Grading 2 [63 to 40mm size] spread, rolled with power road roller of 8 to 12 ton capacity and consolidated to gradient and camber required complete all as specified and as directed.
M & L for 100 mm thick, PCC 1:4:8, Type D-2, using 40mm graded stone aggregate as in Sub base for flooring complete all as specified and as directed.
M & L for 100 mm thick, PCC 1:2:4, Type B-1, using 20mm graded stone aggregate as in Floors / Hard standing etc, surface of concrete roads, pavements finished by brooming, laid in alternate bays complete all as specified and as directed.
M & L for 150 mm dia RCC Pipes, Class NP 2, laid and jointed with collars laid in trenches / under floors and jointed including complete all as specified and as directed.
M & L for Forming Expansion Joint, 12mm thick, filled with Preformed Bituminous Filler and top 30mm Primed and sealed with Sealing Compound Grade "B" for 100mm thick flooring complete all as specified and directed.
M & L for Forming Contraction Joint [Dummy], 65mm deep X 10mm wide, filled with sealing compound and sealed with Sealing Compound Grade "B" for 100mm thick flooring complete all as specified and directed.
ASHOK BISWAS
City Constructie Pvt Ltd
Binod Hawlader
Island Agency
RADHA GOVIND CONSTRUCTION
Kakolil Trade Agencies
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